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RC-10-1853Inspection Number: INSP- 152486 Scheduled Inspection Date: December 16, 2010 Inspector: Bruhn, Norman Owner: ALCONERO, RAUL Job Address: 9818 NW 1 Avenue Miami Shores, FL 33150- Project: <NONE> Contractor: MONTERREY CONSTRUCTION LLC Building Department Comments DEMOLITION OF EXISTING (LEGAL EFFICENCY CONSTRUCTION IN GARAGE AND BRING SPACE BACK TO ORIGINAL Passed Failed Correction Needed Re- Inspection Fee December 15, 2010 1 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments ( For Inspections please call: (305)762 -4949 Permit Number: RC -10 -10 -1853 Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1131010240070 Phone: (772)408 -3780 Page 10 of 22 CGU BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98 Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regul of construction materials. The documentation submitted has been reviewed by ounty s' oduct Control Division and accepted by the Board of Rules and Appeals (BORA) to b ' A. _ Dade ounty and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction: BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is . approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 9'-4 "Wide x 16'High Steel Sectional Garage Door w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 01 -09, titled "Sectional Garage Door", dated 02/01/01, with last revision E dated 12/23/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with . any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 0915.09 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. COUNTY, FLORIDA LAGLER BUILDING AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode NOA No. 09- 0128.04 Expiration Date:August 9, 2011 Approval Date: March 18, 2009 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01 -09, titled "Sectional Garage Door ", dated 02/01/01, with last revision E dated 12/23/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -9 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI- 08- 2149A/B, dated 06/27/08, signed and sealed by Candido F. Font, P.E. 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08 -T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/08, signed and sealed by Candido F. Font, PE. 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Sectional Residential Garage Door ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01 -974A, dated 01/29/01, signed and sealed by Hector M. Medina, P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on "Sectional Residential Garage Door ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01 -969, dated 01/18/01, signed and sealed by Hector M. Medina, P.E. "Submitted under NOA # 01- 0516.03" 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G -40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/98, signed by W. A. Jackson, P.E. "Submitted under NOA # 03- 0210.04" C. CALCULATIONS 1. Anchor verification calculations prepared by A1- Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09- 0128.04 Expiration Date: August 9, 2011 Approval Date: March 18, 2009 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on 11/29/12. 3. Notice of Acceptance No. 07 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/07 and expiring on 08/27/08. 4. Notice of Acceptance No. 07 0301.10, issued to Dyplast Products, LLC, for their ' Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on 01/11/12. "Submitted under NOA # 05 0228.02" 5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04 -A002, dated 09/27/04, signed and sealed by Rafael E. Droz -Seda, P.E. 6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing Inc., Report No HETI 04 - T251, dated 11/29/04 signed and sealed by I. Ghia, P.E. 7. Test Report on Self - Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No 04 761 - 15019.0, dated 05/06/04, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance issued by AI- Farooq Corporation, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by AI- Farooq Corporation, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 05 0915.09, issued to DAB Door Company, Inc, approved on 04/13/06 and expiring on 08/09/11. E -2 1 1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09- 0128.04 Expiration Date: August 9, 2011 Approval Date: March 18, 2009 DOOR HEIGHT CONSISTS OF 6' -6 2 SECTIONS 18" 2 SECTIONS 21" 6' -9" 1 SECTION 18" 3 SECTIONS 21 7' 4 SECTIONS 21" - 7' -3" - - 7' -6" 5 SECTIONS 18" - 7' -9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18 2 SECTIONS 21" 8' -3" 2 SECTIONS 18" 3 SECTIONS 21 8' -6" 1 SECTION 18" 4 SECTIONS 21" 8' -9" 5 SECTIONS 21" - 9' 6 SECTIONS 18" - 9' -3" 5 SECTIONS 18 1 SECTION 21" 9' -6" 4 SECTIONS 18 2 SECTIONS 21" 9' -9" 3 SECTIONS 18" 3 SECTIONS 21" 10' 2 SECTIONS 18" 4 SECTIONS 21" 10' - 3" 1 SECTION 18" 5 SECTIONS 21 10' -6" 6 SECTIONS 21" - 10' - 9" 6 SECTIONS 18" 1 SECTION 21" 11' 5 SECTIONS 18" 2 SECTIONS 21" 11' -3" 4 SECTIONS 18 SECTIONS 21" 11' -6" 3 SECTIONS 18" 4 SECTIONS 21" 11' -9" 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21" 12' -3 7 SECTIONS 21" - 12' -6" 6 SECTIONS 18" 2 SECTIONS 21" 12' -9" 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21" 13' -3" 3 SECTIONS 18" 5 SECTIONS 21" 13' -6" 2 SECTIONS 18" 6 SECTIONS 21 13' - 9" 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21 - 14' -3 ' 6 SECTIONS 18 3 SECTIONS 21" 4 14' -6" 5 SECTIONS 18" 4 SECTIONS 21" 14' - 4 SECTIONS 18" 5 SECTIONS 21" 15' 3 SECTIONS 18" 6 SECTIONS 21" 15' - 3" 2 SECTIONS 18" 7 SECTIONS 21" 15 " =6" 1 SECTION 18" 8 SECTIONS 21" t5' - 9" 9 SECTIONS 21 - • '16'. 6 SECTIONS 18" 4 SECTIONS 21" .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 6" X 3" X 0.1" STEEL PLATE WITH (2) #14 X 5/8" SMS CENTER STILE OUTSIDE HANDLE OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE 7-1/2" X 3" X .071" GALV. STEEL END ROLLER HINGE W/ (6) # 14 X 5/8" SMS LOCK 2/ DOOR O BRACKET STD. LIFT DOOR 's-.END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR .071" X 7 -1/2" GALV. STEEL CENTER HINGE W/ (4) #14 X 1/2" SMS 1" W X .15" THK. LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) # '14 X 1/2" S.M.S.. /8" MIN. LOCK ENGAGEMENT CONFORMS TO BC 1012 REGARDING GARAGE DOORS BRACKET LOW HEADROOM DOOR OPTION 7 -7/8" X 3-1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS TOP FIXTURE 5 -1/2" X 2 -3/4" X 0.1" STEEL PLATE WITH ONE 5/16 -18 MS W/ NUT FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS CENTER STILE l OPTIONAL VENT _ (3) 5" WIDE AT 7" 0.C. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. MAX. DOOR WIDTH 9' -4" GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY'- HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR - COLONIAL DESIGN OPTIONAL DOOR VIEWER TO BE INSTALLED AT CENTER STILE / / L JAN 1 3 2009 Engr. OR. HUMAYOUN FAROQQ STRUCTURES LA. F PE # 15557 CAN. 5.38 OPTIONAL FLUSH FACE WOOD GRAIN DESIGN DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 50.0 PSF — 60.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT MOM MOCTliEVf9Igh ea toeepheies wish the VIM& Beildies haeesetessee .� I ea 0 >E� 2" itaaiaa ,/_ A 70.L7 0 0 0) N c 0 N 0 1 Q rn 0 0 Iw I � N co t0 c 0 0. b 0 `U 1) N 0 c 0 0 0 5 O 0 CO O 0 0 N 0 U 0 O N w ) drawing no. 1 01 -09 j (sheet 1 of 5 ) STEEL TRACK BRACKET FASTENED . TO WOOD JAMB WITH 5/16" X 1 -5/8" LAG SCREW (FULLY THREADED) ONE PER BRACKET .024" STL. PANEL OUTSIDE OF 000 SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/1 6" DIA. HOLES IN CENTER STILE PO ITIONED AT EYE LEVEL FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE 0.55 S.G. 4 1 -3/16" EDG 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS - SEE SHEET 3 FOR SPACING 2-1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4 -20 X 5/8" TRUSS HD. SSLOTTED M.S. & LOCK NUT OPTIONAL STOP MOULDING BY DOOR INSTALLER _ #14 X 5/8" SMS 6 PER HINGE 1/2" X 1 -3/4" X .059" FORMED STEEL — GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS ® 12" 0.C. 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT 7-1/2" X .050" GALV. STEEL CENTER HINGE 1 -7/8 X 2 -5/8" X .045" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16 RIVETS SECTION B —B 14 X 5/8" S.M.S. 4/ HINGE INTERIOR SIDE 3/4" X 2" X 2 -1/2" X 18 GA. STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND 3/16" ALUM RIVETS SEE DETAIL ABOVE POP RIVETS 7 -1/2" X 3" X .071" END ROLLER HINGE EDGE DISTANCE 1.82" DIA. X .50" NYLON /STEEL ROLLERS W/ .44 DIA. X 4 -1/4" STEM —...11;-3 /1, 6' -o•I1_ 3/16' .. • d L FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES ® 4" 0.C. ANCHOR TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET. SPACING 1/4 -20 SS BOLT & NUT Ennr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 CAN. 3533 JAN 13 2009 24 GA. STEEL PANEL 3/16" ALUM RIVETS END STILE ANCHORS: A) 3/8" DIA. POWER —BOLT BY 'POWERS' 2" MIN. EMBED INTO CONCRETE 1 -7/8" MIN. EDGE DISTANCE B) 3/8" DIA. HLC SLEEVE BY 'HILTI' 1 -1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1 -5/8" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE f'c = 3000 PSI MIN. C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. PitODUCT as Complying wits flit Florida A No "" a I2C,tiff- Egiretw. 11 Miami Mame Castel Il 4. • f z ®1- �' Z w Q IX O w co aW Q M O, O a o (W � O Q ? LL wy . M a Q w E c U z tY O O m o I ° I 10 'Ail t IQ CD N 0 y 0 0 O 0 0 0 0 0 N 0 T 0 0 O r) O O N O co 0 U ID O ID O CO O N 0 CO • T a 0 v • drawing no. 01 -09 (sheet 2 of 5 DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH 81 82 B3 B4 B5 B6 B7 B8 6' -0" 18" 18" 18" 18" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" — 6' -6" 21" 18" 18" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" 7' -0" 21" 21" 21" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" — 7' -6" 18" 18" 18" 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 8' -0" 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34" 45" 56" 67" 78-1/4" 2" SECTION A -A POP RIVETS 2 -3/4" X 5 -1/2" X 3" X .104" GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) # 14 X 5/8" S.M.S. .090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16 -18 X 3/4" HEX HEAD M. SCREWS & NUTS. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4 -1/4" STEM OPTIONAL INSULATIONS: I3Y 'DYPLAST PRODUCTS LLC' EPS— EXPANDED POLYSTYRENE DENSITY = 1.05 PCF N.O.A. #07- 1107.08 OR ISO -25 POLY— ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #07- 0301.10 OR BY 'INSULFOAM LLC' DENSITY = 0.92 PCF N.O.A. #07- 1016.07 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (4) #14 X 5/8" SMS FASTENED MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G -40 MIN. YIELD STRENGTH = 34 KSI WITH PRIMER AND BAKED —ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) #14 X 5/8" SMS BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. ® 48" 0.C. AND RUBBER WEATHERSTRIPPING 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET 2 -1/2" X 4 -1/4" X 13 GA. STEEL PLATES WELDED TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 S5. BOLT & NUTS 2" X 5 -1/2" X .104" GALV. STEEL W/ (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION w z Z W C_ 0 m M cV TRACK CONFIGURATION 1 Af H HEIGHT PLUS 12" U1( HORIZ. TRACK SUPPORT, CENTER SUPPORT REQD. ON DOORS EXREEDING 8 FT. IN HEIGHT�� II A f II GA. GALV. STEEL TRACK 1.9" X 2.19 X 3.3" X .090" STEEL TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH 1/4" BOLTS & NUTS. VERTICAL LIFT HIGH LIFT AVAILABLE TRACK OPTIONS JAN 1 3 2009 2 X 2 X 1/8" HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2" APART FIRST AT 3" 0.C. REST AT 9" 0.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8 -16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4 -20 X 5/8" BOLT & NUT VERTICAL TRACK 2-1/8" X 1" X .080" SECTION A -A *— SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" 0.C. STANDARD LIFT LOW HEADROOM DOUBLE TRACK Engr. DR. •HUMAYOLIN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 PR � PRODUCT i11EVJS ▪ �sp_yiI wilt di. Florida Saito. Cede OOC�1R No A ifalpint+oo i O F- � Z Q fY O ix o o • 2 a o o o Ie to • w LL z Ja a Z c C 0 N Q) L U z 0 0 i ♦ 0 0 M Q J Zvi CO W 0)p z aa Lei u a) - ) C 0 4-.' 0. 0 y 1) 0 0 w W U 2 M O ri N O m "7 O 0 O U fD O co O O co O N N ) a u ) drawing no. 01 -09 (sheet 3 of 5 ) ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILTI' CONC. 1 -1/4" 8" 1 -5/8 3/8" HLC SLEEVE BY 'HILTI' FILLED BLOCK 1 -1/4 8" 4" 3/8" DYNABOLT BY 'ITW' CONC. 1 -1/2" 8" 2" 3/8" DYNABOLT BY 'ITW' FILLED BLOCK 1 -1/2" 8" 3 -3/4" 1 -7/8 3/8" POWER -BOLT BY 'POWERS' CONC. 2" 8" 3/8" SLEEVE -ALL BY 'SIMPSONS' CONC. 1 -1/2 8" 1 -7/8" WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 20" O.C. INTO BLOCK WALL, WITH 2 -1/4" MIN. EMBED 16" 0.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MIN. EMBED 2 -1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING 14" 0.C. INTO BLOCK WALL, WITH 1-1/2" 16" 0.C. INTO 3000 PSI CONCRETE, WITH 3" MIN. EDGE DISTANCE 3 /8 "'CONFLEX BY 'ELCO' OR 3/8" LDT BY 'ITW' WITH SPACING OF 24" 0.C. INTO 3000 PSI CONCRETE, WITH 2 -1/2" MIN. EMBED 2" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY ' HILTI' WITH SPACING OF 17" 0.C. INTO BLOCK WALL, WITH 1 -1/4" MIN. EMBED, 18" O.C. INTO 3000 PSI CONCRETE, WITH 1 -1/4" MIN. 2 -1/2" MIN. EDGE DISTANCE THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS OF MIN. EMBED 1 -3/4" MIN. EMBED 4" MIN. EDGE DIST. EMBED AND 5/16" X 1 -5/8" LAG SCREWS AT 12" 0.C. 1 -1/2" STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/16" DIA. BOLTS — WITH WASHER & NUT AT 12" 0.C. MAX. 1-1/4 X 2 -1/2" X 14 GA CONT. STEEL ANGLE 12 GA. GALV. STEEL FLAT BRACKETS ±3" LONG AT 12" 0.C. IN DOOR OPNG. AT 18" 0.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE EDGE DIST. 1 -1/2" 2 -1/8" X 1" X 14 GA. GALV. SIELL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4- 20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT ALTERNATE TRACK INSTALLATION Engr. DR. ` HUMAYOUN FAROOQ STRUCTURES FLA PE # 16557 C.A.N. 3538 JAN 1 3 209 CONCRETE f'c = 3000 PSI MIN. C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. PRODUCT REVISER) se complying wadi, Fax* Adding Code Acceptance No , - ,r42r• /d Expiration :Mak , AAr z O I- Z w Q E 0 re o a 2w M o . o N ;E re 0 Q EL e. ut Q Wr� O w ) vi . 0 0 m 0 0. 0 N v 0 0 0 0 0 C M N 0 O o 0 '0 0 0 0 0 N ri W 0 1 a • v .0 s drawing no. 0 1 —09 (sheet 4 of 5 1.765 .176 - 1.144 * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION 1.725 I ��i+vra-.:aw-aa1� i�¢�rrv4rs- ■vw7 It � } iC rsDawsomoro rs ss� Al iwywr wa.�w. wu��rvtv�ava .ms �c- aa�.w•os b y w- ✓mac ,r ✓rr�b yg i F � , y I I IIII 10 1 11 1 .y%ae�.�w' wan s v in��� \.,V, ,v irs.� A a r ai.�d�v ln��rws e Ai ri_ 16 iK LI YV% .r_ tr Ar.dry ... a ..raves -�*�o tiv- r w -.raw v- rressr� xs-.un v�r rti..1� -111 ar.°LR�\. � I.Y11 \i�SI•I�f� `:W\RN:f d.RmA 1�f�1R .nJ.fi k.eon .... Il i A. virs /az�isw.\ wv� ✓�s.�c�t» ��v�va -vr�i •.�coa�� �w:v�is il - -- - -' ; f �---- - -- b 1Li.�.�ri %>d�.ra�•� Lna�.awimMre�vi� I. AIVIVers /scww\�a * INTERIOR FRAME RIGID. PVC ONE PIECE INJECTION DOOR PANEL / 1-- 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER #8 X 3/4 SMS ® 3/8" FROM ENDS AND 7" 0.C. MAX. (4) #8 X 3/4" SMS ® 1 -3/8" FROM ENDS AND 6 -1/2" O.C. MAX. .175. X .062 DEEP GROOVE 1/4" POLYCARBONATE LEXAN �—BY SABIC INNOVATIVE PLASTICS NOA #08- 0305.02. .175 X .062 DEEP GROOVE (4) #8 X 3/4" SMS 0 1 -3/8" FROM ENDS AND 6 -1/2" O.C. MAX. #8 X 3/4" SMS ® 3/8" FROM ENDS AND 7 0.C. MAX. 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. DOOR PANEL_ 24 GA. (.024) STEEL MIN. #8 X 3/4 SMS ® 3/8" FROM ENDS AND 4 -1/2" O.C. MAX. 15/16" MIN. GLAZING BITE * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE 0 21 3/4" MAX. WDW. WIDTH 18 1/8" MAX. D.L.O. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW WIDTH .175 X .062 DEEP GROOVE EXTERIOR D.L. OPG. Engr. DR: HUMAYOQN FAR000 STRUCTURES FLA. PE # 16557 CAN. 35313 JAN 1 3 2009 mower REVISED as sempliyieg wills llaakwids adidieiCtoils Mat Pb it "O / v 8i Ij Piebet Camel Derlslont drawing no. 01 -09 (sheet 5 of 5) 111111 11111 11111 11111 11111 11111 111111111 1111 NOTICE OF COMMENCEMENT 27490 F s 1352010R077381-4 ; OR Bk 27490 P 1353; tips{ A RECORDED•COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 11/15/2010 14:24:28 HARVEY RUVIN, CLERK OF COURT MIA I -DADE COUNTY, FLORIDA PERMIT NO. TAX FOLIO NO.. LAST PAGE STATE OF FLORIDA: . COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real .. property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. • Legal description of property.and street / address: . _ • file) f i I N -1- -1v1 I / 0 . 4i ' gas 314C) o 2. Description of improvement: • . :ter 1 . A' 'Pt '4 ' 7; eft6/,v : G . Owner(s) name and address: . a t k i7 t'# u - 4ftTM- cQt�f' , aN�..�,rry FWD wa✓sr` surra . l°t ©� o► •N ro I . CA- 928(013 I _ „_ rl Interest in property: .. • _.. • Name and address of fee simple titleholder: 0 61 4.. ContractQr's.name and,address: 60.0.5 Riff Val LW. ION 5.” Surety: (Payment bond required by owner from contractor, if any) : Name and Address: Amount of bpnd- 6. Lenders and address: Signature of Owner Print Owner's Name Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 71113(1)(e)7., Florida Statutes. Name. and Address:. . X1■1 DoNNe(.•1 -y . In addition to, himself, Owners designates thefollowing person(s) to receive a copy of the Lienor's Notice as provided in.Sectiong713.13(1)(b), Florida Statutes. Name and Address: - - 9:• Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Sworn to and subscribed before me this /5 t`. d ..N _ s ti= r . .�» AI &I 1.5 ` /( ee Notary Public: Prepared by ber , 20 I0 Address: 2 I I Lti BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): gt9NJkP1 VP- i s cOP- • Phone #: Address: ONSi e'ri - Pb•WI' INOST svr 1.9 ®o City: DYLAN &ei State: CAr Tenant/Lessee Name: II I Phone #: Email: A_CtOnnetl� @. EU[J ku . com JOB ADDRESS: 1 I S City: Miami Shores Value of Work for this Permit: Type of Work: Address Description of Work: //S Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 County: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: M D M T Y CON t1,e1® Address: WO sW 0krr Cit . ' State:' Qualifier Name: FLO Iii$ r State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: 0 C) ❑Alteration COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by ***************************************F * *, * ** * * * * * ** *** * * * * * * ** **** **** ** O Submittal Fee $ Permit Fee $ s CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ Miami Dade Permit No 1 � Master Permit No. Square/Linear Footage of Work: New ORepair/Replace °°i9 OCT20 BY: • ................... 114. 3z Zip: 'T-S4 Zip: SISV ,2ODCQ Phone #: �-'• 4 31 � : g , -- C) Tr_ Zip: age 5l Phone #: 112. . 43e. . 311 ❑Demolition TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a re'nspection fee will be charged. Sign: Pr' y Commission Expires: t ** * * * * ** * * * * * * * * **_*- * * * * * * ** APPROVED fie4464e-e_ (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) Signature �'� Signature Owner or Agent The foregoing instrument was acknow • ged before me this The fore tg ' strument was ackno , legged efo day of Oc /5 , 20 /0 , by //LL f' P i 1b1EL� , day of 20)0, by who is personally known to e or who has produced who is persona kno to me or who has produced _ --- s identification and who did take an oath. 4/4-0 II '2`4'O identification and who did take an oath. NOTARY PU IC: OT ' Y PUBLIC: My Conunission Expires: *.*I * * ** * *** **** * * ** sir******************* , r***sir ** * ** * *** * * ** * * ***** *** � — /i'lans Examiner Zoning Structural Review Clerk Dated: August 17, 2010 CERTIFICATION OF SECRETARY OF KONDAUR CAPITAL CORPORATION The undersigned, the Secretary of Kondaur Capital Corporation (the "Company") hereby certifies that the Board of Directors of the Company, by unanimous written consent, adopted the following resolutions: RESOLVED, that Allen Donnelly, Director of Construction and Property Management, individually, be, and hereby is, authorized, empowered and directed in the name of and on behalf of the Company, to execute any and all documents, contracts, and agreements in the furtherance of rehabilitating and/or repairing property owned by Kondaur Capital Corporation. RESOLVED FURTHER, that Allen Donnelly, individually, be and is hereby is, authorized to pursue, or cause to pursue, all required permits, and execute any documents related thereto in furtherance of rehabilitating and/or repairing property owned by Kondaur Capital Corporation. RESOLVED FURTHER, that any and all actions by Allen Donnelly, already taken in furtherance of any of the above resolutions hereby are authorized, directed and ratified in their entirety. The undersigned further certifies that the above resolution has been duly recorded in the minutes of the company and has not been amended and remains in full force and effect as of the 17th day of August, 2010. • CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT State of California County of 6 12-.4W (JC On / OAS 2,0 / 0 before me, ate personally appeared z z BILL NGUYEN Commission # 1865400 Notary Public - California Orange County My Comm. Expires Sep 18, 2013 Place Notary Seal and/or Stamp Above / /i° f4 Denn' // Names) Signer(a) OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: gad /e4 d Signer Is Representing: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ individual ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: RIGHT THUMBPRINT OF SIGNER Top of thumb here } BM Nguyen 7 - a , d Here 'I rt Name and Title the Officer who proved to me on the basis of satisfactory evidence to be the person(ei whose name(a) is /are subscribed to the within instrument and acknowledged to me that he /she/they executed the same in his/hegtheif- authorized capacity{, and that by his/hefheir signatures on the instrument the persons, or the entity upon behalf of which the persons) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature: ■0 11//7 SI : r: of Notary blic Number of Pages: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Individual ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER Top of thumb here Document Date: / 0/ /5 149 / .\ "2; .. . . \, `,....,.L..... ;? ©2008 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313 -2402 • www.NatonalNotaty.org Item 4/59D7 Reorder. Cal Toll -Free 1-800-876-6827 I nha IQ I VGR I ITT InAI lit I'ULIUItS OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADS- INSR WVD POLICY NUMBER POLICY EFF (MM/DDNYYY) POLICY EXP (MMIDONYYY) LIMITS A GENERALLIABIUTY COMMERCIAL GENERAL LIABILITY BCP0317 07/20/10 07/20/11 EACH OCCURRENCE $ 1,000,000 X REM SES Ea o r ence) $ 100,000 CLAIMS-MADE I X I OCCUR MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,00C GEN'L AGGREGATE LIMIT APPLIESPER: I7 LOC PRODUCTS - COMP/OP AGG $ Z000,000 — I POLICY [ JEC AUTOMOBILE LIABWTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LUAIT (Ea accident) $ BODILY MARY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAR EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS Y / N N / A I W C Y TORY I I T ER E.L. EACH ACCIDENT $ below E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more apace Is required) From:Agnes Stewart FaxID:7728788292 .4COR0" CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY MD CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in Ileu of such endorsement(s). PRODUCER Post Insurance & Financial Inc Katherine E. Post 146 NW Central Park Plaza, 102 Port St. Lucie, FL 34986 Katherine Pnct INSURED Monterey Construction LLC 200 SW Monterey Road Stuart, FL 34994 772 - 878 -8184 772 -878 -8292 CONTACT NAME: PHONE (A/C, No, Ext): I FAX (A/C, No): E-MAIL ADDRESS: PRODUCER MONTE -1 CUSTOMER ID tt: INSURER(S) AFFORDING COVERAGE INSURERA: Benchmark Insurance Company INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : DATE (MM/DDNYYY) 10/29/10 NAIC COVERAGES CERTIFICATE HOLDER Miami Shores Village Building Departm ent 10050 NE 2nd Ave. Miami Shores, FL 33138 CERTIFICATE NUMBER: MIAMI -3 Page 2 of 2 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Katherine Post Date:1 0/29/201 0 12:52 PM Page:2 of 2 REVISION NUMBER: OP ID: AS O 1988 -2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD Inspection Number: INSP - 154212 Scheduled Inspection Date: December 14, 2010 Inspector: Bruhn, Norman Owner: ALCONERO, RAUL Job Address: 9818 NW 1 Avenue Project: <NONE> December 13, 2010 Miami Shores, FL 33150- Contractor: MOODY ELECTRIC INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 CA •00.0. Phone Number Permit Number: EL -11 -10 -1919 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Parcel Number 1131010240070 Phone: (305)758 -2000 FURNISH AND INSTALL 2 GFI AND 1 LIGHT IN GARAGE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 28 of 30 BUILDING PERMIT APPLICATION FBC 20 Email: 0146iiXieIa Q bndaur. ean� JOB ADDRESS: RBI t ■J 1111 1 Av City: Miami Shores County: Miami Dade Zip: 1 Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: _�1_`INCC-DCK Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 aie Phone #: 2010 Permit No. T 1 Master Permit No Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): i<ON1P"ttJP• tt'1� co Phone#: 1 • ? 70CP Address: oN e BiAt19. lA)Virr SV I'1'e moo City: Citligtklep -' State: CA' Zip; 128(2e° Tenant/Lessee Name: NO Flood Zone: i . \t°C • n _Phone # : -- 2 7S - c 9.0.1--\ . Address: � �� _ . Cit :z State: k--(04-1 _ Zip: - S -3. \S 6 - a Qualifier Name: r ) - ‘C Q Phone #: bS- - S.Z' State Certification or Registration #: . - l. l. c i c f Certificate of Competency #: Contact Phone#: 5= ? S% -3C:343C3 Email Address: if\` Cc)$ z @ c. - 12,e4.: `t c tr - DESIGNER Architect/Engineer: Phone#: Value of Work for this Permit: $ ®' Square/Linear Footage of Work: ,, Type of Work: °Address °Alteration ONew °Repair/Replace IIDemolition Description of Work: LL - 5 /7 f'e/ 4` * *e * *+ six * **** * *** * *** ** * * * * *** ** * * * * * ** Fees******** * * ** * * ****** **** * * *e+x*** ** ** * * * * Submittal Fee $ Permit Fee $ /-4 '6 CCF $ CO /CC $ Scanning Fee $ l Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ \ c . k Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State NOTARY PUB J IC: 0 Sign: rint: My Commission Expires: APPROVED BY dentification and who did take an oath. ee (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) ly ✓U / / Plans Examiner Structural Review Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Tr Nor f p • , Signature Signature 1 Owner or Agent The foregoing instrument was acknowledged be o e me this The foregoing instrument was acknowledged before me this � day of , 20 _, by day of � , 20 , by ��`"°"- who is personally known to me who has produced who is * * * * * * * * * * * * * * * * * * * * ** **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zip Contractor to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: C Print: cast. 4 My Comm Zip :t,;wY cv'�. NI OLE A. 4 it MY #DD BEROERT 892259 a: r 1 EXPIRES: July 2, 2013 *Vitt *430114140*x * * * * ** 4.4 Zoning Clerk CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT / .•/_`. . ` ' •, •/-` /- `•/- `•/_'•7_•/__ '-'./ `•7-y^•/- `•7`•/^•/^•/ / `•�`•/�b State of California County of Jg,"1-71/6 -c On 0(1 /p W/O before me, personally appeared •I:... .,. Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. /l,I7/ Description of Attached Document Title or Type of Document: h Document Date: l - / Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Individual ❑ Partner — ❑ Limited ❑ General ❑ Attomey in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: BILL NGUYEN Commission # 1865400 Notary Public - California D Orange County My Comm. Expires Sep 18, 2013 LL OII OS/VNE Name(s) of Signer(s) • •r }r u. • •• _ RIGHT THUMBPRINT OF SIGNER Top of thumb here } Bill Nguyen Inert Name a Officer c /ic Here who proved to me on the basis of satisfactory evidence to be the persons -whose names)- is/are- subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her it authorized capacity(ies), and that by his/lief/their signatures - on the instrument the person* or the entity upon behalf of which the person(sy acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature: �.� Iy, %a% - �lr�r ✓� Number of Pages: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Individual ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER Top of thumb here / - - ` N ® 2009 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313 -2402 • www.NationalNotary.org Item #5907 Reorder. Call Toll -Free 1-900- 876 -6827 Inspection Number: INSP- 153874 Permit Number: PL -11 -10 -1966 Scheduled Inspection Date: December 02, 2010 Inspector: Hernandez, Rafael Owner: ALCONERO, RAUL Job Address: 9818 NW 1 Avenue Miami Shores, FL 33150- Project: <NONE> Contractor: THE NEW MIAMI SHORES PLUMBING Building Department Comments RE -PIPE WATER HEATER AND CAP OFF BATHROOM LINES Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 01, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1131010240070 Phone: (305)751 -2446 o Page 21 of 22 BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING Owner's Name (Fee Simple Titleholder) Pj1 ■i State Owner's Address One City 0 Yoorl , Tenant/Lessee Name J Email UaOnn -e11 ®r� 60tUr.COrtn . Job Address (where the work is being done) Q) NUJ 1 C Ove City Miami Shores Village County Miami-Dade Zip 15 FOLIO / PARCEL # \ 3101 — O2 4 00`10 . Is Building Historically Designated YES NO > Contractor's Company Namel h2 IveW VliGFnt ,SkOr ?lUM12( Phone '3 - 7S! 214 G. Contractor's Address " 1 OO 1\1(.,0 1 4 4 C;+ - City 7-1 tam , State F l Zip 33 1 Co Q Qualifier Name 'Den() is Mc L g0q0lVI rl . Phone # State Certificate or Registration No. C? C Vc\ ZO6 Certificate of Competency No. Contact Phone Architect/Engineer's Name (if applicable) Value of Work For this Permit $ `Jti.XI OD — Type of Work: ❑Addition ❑Alteration Describe Work: Rte- •' 1 12 O. C Structural Review. $ ami Sh ores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. PI 10 ,) %CO Master Permit No. -CJ I O ` 1 ? fj r - Phone# ° � (4-362- 2006. Wes-k Suck. 1God C Zip 0 12. 21 8- E -mail ['New r an Submittal Fee $ Permit Fee $ /® Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Phone # Phone # ❑ Repair/Replace �Ur O CCF $ Total Fee Now Due $ NOV 0 8 2010 3Y: Flood Zone Square / Linear Footage Of Work: ************ ***,r,r**** * ** * * * * * * * **,rr** ** F * * * * * ** *** * ** *** **** * * * ********* ******* CO /CC $ Technology Fee $ Bond $ See Reverse side --� ❑ Demolition --In . ♦nr, Con Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknow ged be' ime this day of , 20 _, by who is personally known to or who has produced identification and who did take an oath. NOTARY PUB C: Sign: P Print: 1 ; ,t -ii ' <. ' a ":: RA My Co xr' ; vkyttOva*#, Dixe5 •Aw ,, .s EXPIRES March 16, 2012 407) 398-0153 F!o^daW!nnflr- 'ri.cam ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Sign: Ply 46 y Commission Expires: APPROVED BY Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Plans Examiner Contractor The foregoing instrument was acknowledged before me this2 . day of OC`�ocoer , 2010 by )X CA CS r` '1 c LGtup� 1 41∎t� • who is personally known to me or who has produced •J as identification and who did take an oath. NOTARY PUBLIC: Zoning Clerk CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT C ..., : ., .,.,�. „-. V T .,: •/:".•/7` 4/7” VT,' •,_• y: ,:.,= y: 4 , : ., : ., : ,: •/-.• VT, .,+,.,: •/ ,: •T •,: • • . •, ,; N: •,•-•• •,: •/;'.,: •,: ,: •,; H:..... �•• ,••, (G State of California County of 0 Je/I On Oa /5, Z-4 before me, 'date personally appeared BILL NGUYEN Commission # 1865400 Notary Public - California Orange County M Comm. Expires Sep 18, 2013 } Bill Nguyen Insert Name o and Title /a/ the P� 6/i c- Here pd 6tbfVELL>l . Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose names) is/aTe subscribed to the within instrument and acknowledged to me that he/st4eAttiey executed the same in his/hertreir authorized capacity(les), and that by his /he-F./their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s)- acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature: OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: f P- / Document Date: /6%5/2 d / 0 Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Individual ❑ Partner — ❑ Limited ❑ General ❑ Attomey in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Place Notary Seal andfor Stamp Above Signer Is Representing: RIGHT THUMBPRINT OF SIGNER Top of thumb here 1_, •\_, •.*.\_,.1.,.`,,.1 .1., .\v \.- .\_,.\2. .\I . Signatu of Notary Pub tc Number of Pages: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Individual ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other. Signer Is Representing: RIGHT THUMBPRINT OF SIGNER Top of thumb here 1_, 41_,,. .1-, � .1� .\,1.11.1„ 2008 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313 -2402 • ew+w.NalionalNotary.org Item 85907 Reorder. Cell Toll-Free 1- 800- 876 -6627 MIAMlDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Wayne Dalton Corporation 3395 Addison Drive Pensacola, FL 32514 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction serials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the board of Rules and Appeals (BORA) to be used in Muum Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Division (in Mami Dade County) and/or the AAJ (m areas other than Miami Dade Co Control to have this product or material tested for quality assurance purposes. If this product material fails two n ght perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within reserves the rigacceptance, their jurisdiction. BORA ht to revoke this reserv that this or if it is determined b Mann Dade County Product Control Produ material fails to net the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Models 8024/8124 Code 1340 Garage Door. APPROVAL DOCUMENT: Drawing No.329930, Sheets 1 through 4 of 4, titled "Models 8024/8124 Windload Specification Option Code 1340" dated 05/04/07, with last revision dated 09/13/07, prepared by Wayne Dalton Corporation, signed and sealed by Mark R. Barrow, P.F,, bearing the Miami-Dade County Product Control ap roalstamp with the NOA number and approval date by the Miami Dade County MISSILE IMPACT RATING: Large & Small Missile Impact. following Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and g states ent: "Mani Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Manse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: by the The NOA nunQber preceded by the words l� Dade County, Florida, and followed expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, shall be done in its entirety. y then INSPECT ION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pais page 1 e:f ideaceeasep„1, as well as approval document mentioned above. The submitted docummtatiorgivisvvievieti ky Eyries M. Utrera, P.E. • • • • • • • • • • • • • • • •• MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUR DING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 www dade.Eovtbufd e NOA No: 07.01 Expiration Date: October 25, 2012 Approval Date: October 25, 2007 Page 1 • • • • • • • •••• 1, W MOD DOOR STOP NAILED A MAXIMUM OF 8• O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/18' 10 MEET NE0A1IVE PRESSURES 2. KEY LOO( W SLIDE LOCKS REQUIRED. 3. SECTION STEEL TO HAVE A MINIMUM 24 OA THICKNESS WITH A MINBLUM 080 COATING AND A MINIMUM WILD STRENGTH OF 33.8 KS. 4. THE DESIGN OF THE SUPPORTING _STRUCTURAL ELEMENTS SHALL BE THE norproomilsry OF THE POHA H„ OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRSTNT BUILDING CODES FOR THE LOADS USTED ON THIS DRAWING S. WOOD SUBSTRATE FOR DOOR JAMB IS TO BE MINIMUM 2x8 NO. 3 SOUTHERN PIN. REFER TO SHEET 3 FOR ATTACHMEIN ,T S PORTING STRUCTURE. 8. FOR • CONDm0N8 J 02 9RACKET SH+I.1. BE A • • 13 OA I.HR 7 4 T0( BRACKET 10114 A • MINIMUM DRILUNG 4r14x7 8 SELF THE BRA SHO ON 1HIS LNG. • U -BAR ON TOP SECTION SHALT S • • • INSTALLED ON TOP OF LHR TOP ��,•� 10? •• •• 7. LOUVEAS�MA1 IF•INSTALLEED (4 • DOOR IF INC TOTAL AREA OF THE xrOUVELR 0 056x14BT•EXCEEO 120 SIMARD INCHES. • • • • ./ ` •••• •••• • • • • • • • • • • • • • • SUPERIMPOSED DESIGN PRESSURE OAFS ON -+ `P•RTI G 1 L RE MAX MAX UNIF1 MTH HEIGHT LOAD EACH q MARK R. BARROWW, PE FLORIDA LICENSE NO. 57389 13 OA HOBZ ANBLE 13 GA FLAO ANGLE 18 0A ION HOW TRACK 8/18x1 -8/8' LAG SCREW (1101 4 AS SHOWN) 18 0A MIN VERT TRACK 1/4- 20x8/18° TRACK BOLT AND 1/4-20 HEX JAMB NUT LOCATION 5/18•1-5/8* SCREW AT EACH JAMB BRACKET 18 OA STIFFENED SEE BRACKETS WANITY, LOCATION KEY LOCK OR SLIDE LOCK EACH END (SEE NOTE 2), SLIDE LPL SHOWN FOR CLARITY SHEET (4) SECTION DOOR SHOWN. ON WITH OT ER SECTION T [YS1MI�lr�� L[E�77fIS/'fll- iIIJLYE. =�! 31F1LxF!- �rr DIN ) Yt' CrF ). oY ' 't:;[F i1W,YZI1LSMI!< j � r: HSyIIMR [ M �7■�_Ni[e a1ty,�n.y[e :='1I , �?? 7L 5IF ILEAfr .'�?IIYEGI airs lLIZTLA r [ t Ed MEM ��r �LS[E II� 11r. 1LS[FL } i.'l SU[CSL!1J1L YC:� 7LSiC °II11 �1�7ti[C 7 a r. X11K1=.}%7 TLIKE 7L Sefi ZIT Lef =1"i7ICAO=M- illaZYEAMZO,11t1ZrEilLI NAM 6113 FOLLOWINO DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4 2014/18' TRACK BOLT AND NUT AS SHOWN ABOVE. (01) FOLLOWING DIMENSION DENOTES WICK INSTALL JAMB SRACKET INSTALLED IN 81UTTERFL7 SLOT. 140 ADDITIONAL 11*204ARE NEED 7D ATTACH TO TRACK. ALL DOORS GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL MOLE SEE SUPPLEMENT TRACK CHART FOR DETAILS. Apprave ! az mr!plyi ra wi;;'.lt,e Floridan . ;31r ' P Da08 /r 0 NO Ai mo o/ Miami 11 0 COrkai 8 OA ENO STILE 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474 -8880 20 0A CENTER STILE bl= 18' 0001 SHOWN. SEE SHEET 2 FOR NHI GE, STILE, AND POST LocAnON9 ON OTHER SIZE WINDLOAD SPECIFICATION OPTION CODE 1340 REVISIONS 21 ADDED POST COMPONENT DETAILS TO SHEET 3. MOVED JAMB DETAIL TO MEET 4. REMOVED CavalETE SPECIRCATION FROM NOTES AND AWED DETAIL N SHEET 2 FOR CONCRETE SPEOIFTCATIOX 0RT B/13/07 SIZE: A NAME 4 DRAWTNO PART NO. REV. 329930 I P1 • • • • • • • • • •• • • • 13 0A ROLLER , ,. ATTACHED TO BRACKET WITH 5/18 -18 801.T & NUT IN CENTER SLOT AND 1/4- 20318/18 TRACK BOLT & 1/4-20 HEX NUT THROUGH ANY TYPO AWNING HOLES (2) 13 ' BRACKETS ATTACHED WTH AC E A H SELF an mm /4-14::7 8• ADD 2 1/4- 14x7 /B" NSIDE OF EACH INSIDE STEEI. ROLLER Sim V 1144 OR • • •••• • •• 14 0A WDE BODY END • • 0E8 EACH ATTAt01E0 WITH • 4 1 4-14Y, NO • 14 OA WJDE BODY TERMEDIAIE Him • ATTAOHED4WNI K • / / DR9.UNO • • •••• • • DEIBILB • GA EXTE�NSIO _ _ sap A 680 UNS o 4-1•2_74k, - • i? THROUGH STRUT VD ORA Nang ;I i 14 OA B0 ie�� HEO (22) iF' )' SELF DRILL/NO DTE / 6 �1 —�� - STRUT AND ) i/ - 1 i j�o DRILLING TAMPER ITEBISTANT SCREW MARK R. BARROW; PE FLORIDA LICENSE NO. 57389 HEADER HEADER BRACKET uo 5[1.8 - 1.x2+1/2` IIE7[ BOLT & NUT 1W PST TCP Dams �1� 5/1$ -12x1' DAWNS BOTTOM BRACKET scants N0. 2 HALF 119108 HINGE 51 of OFF WE U -BAR (4) Ca DRILL= (( HITCH PIN _5/111-12/41 DRILN SCREWS W/ FLAT W 4 8 18-1 SELF SCREWS 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474 -9890 STATIC CETED..fl PRESSURE RATMIGS DESIGN +45.00 -52.00 TEST (PSF): +89.00/ IMPACT /CYCIJC RATED (YES/M0): YES (5) 3 (4)880110N DOORS 20 OA 80 KS U LOCATED AS SHOWN ATTACH U-BAR W1111 2 1[0 14x7/8' SCREWS AT EACH STILE LOCATION, TYP. POST RRAP 0fl 51 HEX BOLT 1/2' 1/2-13 11571 NUT MODELS 8024/8124 APPROVED SIZES ileausure (8) SECTION DOORS N11N (7) 3 2D OA 80 K51 U -BARS LOCATED AS SHOWN MAX WIDTH: 18' -0" MAX HEIGHT: 8' -0" MAX SECTION HEIGHT: 21" WINDLOAD SPECIFICATION OPTION CODE 1340 SCALE: N.T.S. DRAWN CHECKED 2/22/07 SHEET DATE 8/4/07 REVISIONS P1 ADDED POST SIT DETAILS TO SHEET 3. MOVED JAMB DEM TO SHEET 4. REMOVED CONCRETE NOTES AAPW ADDED DETAIL 11 SHEET 2 FOR CONCRETE I. CRT 9/13/p077E CATION 2 OF 4 DRAWING: PART N0. 329930 SIZE: A NAME CRT MR8 REV. P1 • • • • • • • • • • •• • • • 3.78 • • ••• e •e• • •• t .125' 3.72 'MP LOCK PI AW 011/32' .087' mm ,pp",x; c.4 rs maglyi with tin iii ?+ -0/ POST SYSTEM COMPONENT DETAILS 811/32 L E.-- ".„I 1.81° .127° YIN STATIC PRESSURE RATINGS DESIGN APPROVED SIZES MAX %WDTH: 18' -0" MAX HEIGHT: 8 -0• MAX SECTION HEIGHT 21" MODELS 8024/8124 WINDLOAD SPECIFICATION OPTION CODE 1340 DATE DRAWING PART NO. 329930 SIZE: A NAME ORT REV. P1 • • • • • • • • • • • • 1 • 6' MAX •• • SP • • • ••• • • • • • • • • • • • • ••• • •••) 6' MIEL • •• •• • • • • • FASTENERS THE SHEET UMW trA 13 PINE • •••• • • • • • • •• • • • MINIMA P RE MAC 2-3/4• 2) 3/6' SMPSON 111EN HD SCREW A US 1 T DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2 -3/4'. MARK R. BARROW, PE FLORIDA LICENSE NO. 57389 16' MAX WIDTH 6' MAX HEIGHT ENSUE 24 /3 SOUTHERN pue WEER. SEE DETAILS 1, 2, ANO 3 PST REQUIRED SYSTEM HEADER LOCK 4" 4) 3/8' SIMPSON TITEN HD SCREW ANCHOR WITH A 1 -1/4" WASHER AND A 3/4' Mro MEANT D� OF DISTANCE OF 4'. 1Mg41MUM 2000ig P0141 adII 1)3.18 .(14 . w N5�� "AB'.,,7.1 .,,,rte.. LVasiyr rAit4e �vs3itls� BY • 1. BASED ON 3/8" SIMPSON MEN HEAVY DUTY SCREW ANCHOR NTH A 1' 0.0. WASHER INTO CONCRETE MTH A E BASED 1114 EEMBDMEN AN T DEPTH OF 2-3/4" D A MINIMUM 200E DISTANCE OF 2 -3/4'. 3/S' S&MPSWJ TITEN HEAVY Du1Y SCREW ANCHOR om A r 0.D. WASHER INTO GROUT FILLED CMU WITH A MDQMUM EMBEDMENT DEPTH O' 22- -3 3/ ' 4', A MINIMUM 2002 DISTANCE OF 4', AND A MINIMUM END DISTANCE OF 4'. CONCRETE MASONRY 3. BASED ON DIAMETER x 3" LONG =WORM � 0. W � A1 2S TM 0476. SHERS ED DRY SUPPORTING STRUCTURE. /32" THREAD PENETRATION TABLE , 0 PRE WITH 0 A MINIMUM 0' THREE 'J ANt2HOR8 00 LAO SCREWS AS RED TO MAINTAIN MAJUMUM SPACING AS SHOWN IN SCREW AT TOP AND BOTTOM OF JAMB SHALL PLAC A ' 047 PER THE BREW ANCHORS 011 LAG SCRENS 6. LOAD PER JAMB CALCULATED TO 82 MAXIM'S A MAM OF +90.7/ -21 &7 LB.4 PER FOOT. JAbIN. 6. CHART INCLUDES A SAFETY FACTOR OP 4. 7. 00047 JAMB 10 BE MINIMUM 2x6 NO. 3 SOUTHERN D ER MOUNTED DIRECTLY TO SUPPORT STRUCTURE. DEt2 FOR THE 1.0*98 LISTED W NOTE A 0 "" �` � OF THE DUBBING DESIGNER AND SHALL BE 9. SCREW ANCHORS OR LAO SCREWS SHALL BE INSTALLED PER MANUFACTURER'S 1911li18N MSTRUCTIONS. MINIMUM PI NE 1 -1/2' 3388 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474 -8890 HEADER LOX( 1 -1/2' (4) 3/8" DIA. x 3" LANG L*8 SCREWS 01101 1 1/4' 0.0. WASHERS. REVISIONS P1 ADDED POST SHEET 3. COMPONENT DETAILS MOVED AMB COVED O NBE7 4, SPECIFICATION DETAIL H SHEET 2 FOR CONCRETE SPECW'ICATION. HXtT 5/13/07 STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A DESIGN (PSF): +45.00/ -8200 MAX WIDTH: 19' -0' DATE NAME TEST (PSrk +ea.O3/-7a00 MAX HEIGHT: 8' -D' DRAWN 2/22/07 GRT IMPACT /CYCLIC RAZED (YES/NO): YES MAX SECTION HEIGHT: 21" CHECKED 5/4/07 MRB MODELS 8024/8124 SHEET 4 OF 4 WINDLOAD SPECIFICATION OPTION CODE 1340 I DRAWING PART NO. 329930 REV. P1